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Table 1 Overview of experimental data

From: Estimation of Failure Mode of Mortar-Filled Sleeve Rebar Splices

Representative

researcher

Year of study

Number of test specimens

Sleeve type

Bar

kind

Final failure mode*1

L*2(D)

fm*3

(MPa)

Bar size*4

Loading method*5

Splice Sleeve

Company

1992

1993

52

Cast

SD400

RF(45)

BFAa(3) BFAb(4)

4.9–7.1

76–100

D22(5), D25(4) D29(2), D32(1) D35(15), 38(2)

D41(23)

M(33) C(19)

Asse

1996

17

Cast

SD500

RF(17)

6.5

80–129

D16(2), D19(3) D22(2), D25(2) D29(2), D32(2)

D35(1), D38(2) D41(1)

C(17)

Author

1998

42

Cast

SD400

RF(35) BFAa(1) BFAb(4) BFAc(2)

6.0–6.8

60–86

D19(22)

D38(20)

M(21) C(21)

1998

14

Cast

SD400

RF(14)

6.5–6.8

75–78

D19(6), D25(1), D32(1), D38(6)

M(6)

C(8)

2001

56

Cast

SD400

RF(22)

BFAa(21) BFAb(13)

4.2–6.2

65–79

D19(13)

D25(43)

M(56)

2008

44

Cast

SD500

RF(36), BFAa(2) BFAb(5), BFAc(1)

4.0–7.0

88–100

D25(8), D32(13) D35(23)

M(25) C(19)

Hayashi

1994

21

Pipe

SD400

RF(19), BFB(2)

2.0–10.0

57–93

D35(21)

M(21)

1996

9

Pipe

SD400

RF(3), BFB(1)

BFAa(5)

3.7–6.0

73–110

D35(9)

M(2)

C(7)

Lee

1994

2

Pipe

SD400

RF(2)

6.5

73

D22(2)

M(2)

1996

8

Pipe

SD400

RF(5), BFAa(3)

6.5

73

D22(8)

M(8)

Einea

1995

8

Pipe

SD400

RF(1), BFB(2)

BFAa(2) BFAc(3)

6.7–9.3

45–69

D16(1)

D19(7)

M(8)

Author

2007

2008

30

Pipe

SD500

RF(18), BFAa(4)

BFAb(4) BFAc(4)

5.0–7.5

82–84

D19(4), D25(5) D32(13), D35(8)

M(16) C(14)

Total*6

1992–2008

303

Cast

(225)

Pipe

(78)

SD400

(212)

SD500

(91)

RF(217), BFB(5)

BFAa(41) BFAb(30)

BFAc(10)

2.0–10.0

45–129

D16(3), 19(55) D22(17),D25(63) D29(4), D32(30)

D35(77),D38(30) D41(24)

M(198) C(105)

  1. *1,*4,*5,*6: The numbers in ( ) represent the corresponding number of test specimens
  2. *1RF: Reinforcing bar fracture, BFB: Bond failure of bar separating from filled mortar before the bar yields, BFAa: Bond failure of bar separating from filled mortar after the bar yields(σul > σmax ≥ σya), BFAb: Bond failure of bar separating from filled mortar after the bar yields(σua > σmax ≥ σul), BFAc: Bond failure of bar separating from filled mortar after the bar yields(σmax ≥ σua)
  3. *2The development lengths of reinforcing bar is represented as a multiple of the nominal diameter of bar
  4. *3Compressive strength of filled mortar
  5. *5M: Monotonic loading, C: Cyclic loading